[2]AielloM.A.LeuzziF.CentonzeG.MaffezzoliA.2009Use of steel fibres recovered from waste tyres as reinforcement in concrete: Pull-out behaviour, compressive and flexural strength.Waste Management29, 1960–1970.10.1016/j.wasman.2008.12.002
[3]CentonzeG.LeoneM.AielloA.M.2012Steel fibers from waste tires as reinforcement in concrete: A mechanical Characterization.Construction and Building Materials36, 45–67.
[4]CaggianoA.XargayH.FolinoP.MartinelliE.2015Experimental and numerical characterization of the bond behavior of steel fibers recovered from waste tires embedded in cementitious matrices.Cement & Concrete Composites62, 146–155.10.1016/j.cemconcomp.2015.04.015
[5]GroliG.CaldenteyA.P.SotoA.G.2014Cracking performance of SCC reinforced with recycled fibres – an experimental study.Structural Concrete152136–153.10.1002/suco.201300008
[6]SengulO.2016Mechanical behavior of concretes containing waste steel fibers recovered from scrap tires.Construction and Building Materials122, 649–658.
[7]BjegovicD.BaricevicA.LakusicS.2012Mechanical properties of high strength concrete with recycled steel fibres from waste tyres. in Proc. of the 8th RILEM International Symposium on Fibre Reinforced Concrete: Challenges and Opportunities (BEFIB 2012), Guimarães, Portugal
[8]MastaliM.DalvandA.2016Use of silica fume and recycled steel fibers in self-compacting concrete (SCC).Construction and Building Materials125, 196–209.
[10]PająkM.PonikiewskiT.2015The laboratory investigation on the influence of the polypropylene fibers on selected mechanical properties of hardened self-compacting concrete.Architecture Civil Engineering Environment8369–78.
[11]BrandtA. M.2008Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering.Composite Structures86, 3–9.
[12]HussM.TueN.V.2017Innovative steel fibers and their effect on fiber distribution in beams – experimental investigations.Architecture Civil Engineering Environment103103–108.10.21307/acee-2017-040
[13]SuchardaO.BilekV.SmirakovaM.KubosekJ.CajkaR.2017Comparative Evaluation of Mechanical Properties of Fibre-Reinforced Concrete and Approach to Modelling of Bearing Capacity Ground Slab.Periodica Polytechnica Civil Engineering61, 972–986.10.3311/PPci.10688
[14]NaamanA. E.2003Engineered steel fibers with optimal properties for reinforcement of cement composites.Journal of Advanced Concrete Technology3, 241–252.
[15]YooD.Y.KimS.W.ParkJ. J.2017Comparative flexural behavior of ultra-high-performance concrete reinforced with hybrid straight steel fibers.Construction and Building Materials132, 219–229.
[19]KatzerJ.DomskiJ.2012Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete.Construction and Building Materials34, 243–248.
[20]AlbertiM.G.EnfedaqueA.GálvezJ.C.2017On the prediction of the orientation factor and fibre distribution of steel and macro-synthetic fibres for fibre-reinforced concrete.Cement and Concrete Composites77, 29–48.
[21]CaoQ.ChengY.CaoM.GaoM.2017Workability, strength and shrinkage of fiber reinforced expansive self-consolidating concrete.Construction and Building Materials131, 178–185.
[23]YooD.Y.KimS.ParkG.J.ParkJ.J.KimS.W.2017Effects of fiber shape, aspect ratio, and volume fraction on flexural behavior of ultra-high-performance fiber-reinforced cement composites.Composite Structures174, 375–388.10.1016/j.compstruct.2017.04.069
[24]SzwabowskiJ.GołaszewskiJ.2010Cement paste properties and paste aggregate void saturation ratio as the factors governing the self-compactness and compressive strength of concrete.Cement Wapno BetonXVII/LXXVII297–107.
[28]GlinickiM.A.2010Materiały XXV Ogólnopolskiej Konferencji “Warsztaty Pracy Projektanta Konstrukcji”(Proceedings of the XXV Polish National Conference “Workshops of the Structural Designer Work”), Szczyrk 2010, 279–308.